Analysis of underground garage roof slab no-return roof structure in the construction phase travel route area

Authors

  • Li Peng
  • Zhaohu Meng
  • Jianning Li
  • Guangzhao Han
  • Luo Ding
  • Lidong Zhang
  • Li Yan
  • Zhigang Wang
  • Ye Lei
  • Longfu Li
  • Li Pan

DOI:

https://doi.org/10.54097/hset.v62i.10678

Keywords:

Structural no-return roofing; travel load; finite element analysis; manual analysis.

Abstract

This paper adopts the calculation method of finite element combined with manual analysis to analyze the structural deformation of the underground garage roof slab without back roofing in the construction stage of the traffic route part, and proposes the structural slab reinforcement method combined with the actual construction situation, which shortens the construction period and reduces the cost compared with the traditional full scaffolding back roofing method and has a strong promotion, which can provide the theoretical reference basis for the subsequent works.

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References

GB 50010-2010 Code for the design of concrete structures [S]. Beijing: China Construction Industry Press, 2016.

GB5009-2012 Code for structural loading of buildings [S]. Beijing: China Construction Industry Publishing House, 2012.

GB50205-2020 Construction Quality Acceptance Standard for Steel Structure Engineering [S]. Beijing: China Planning Press, 2020.

JGJ7-2010 Technical regulations for space grid structures [S]. Beijing: China Construction Industry Press, 2011.

JG/T10-2009 Steel mesh frame bolted ball nodes [S]. Beijing: China Standard Publishing House, 2010.

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Published

27-07-2023